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UN

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CEN

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NORTH WORK LIMIT CDOT COLFAX AVENUE RIGHT-OF-LIMIT

AS DELINEATED BY TOWN

COMMUNITY CENTER PARKING LOT RECONSTRUCTION + 4,000 SY'S TOTAL AREA AS DELINEATED-

+ FULL-DEPTH RECLAMATION (FDR) TO 12-INCH MINIMUM DEPTH PER CDOT SPEC SECTION 310,

+ FINAL GRADING, AND SUBGRADE PREP, + REMOVE EXCESS MATERIAL FOR MINIMUM 4-INCH GR S OR

SX HMA APPROVED CDOT 2021 MIX. + EXCESS MATERIAL TO BE LOADED, HAULED, AND DUMPED

TO TOWN YARD AT 4TH & TRUMAN AT LOCATION DESIGNATED BY TOWN

+ MAINTAIN APPROX EX DRAINAGE PATTERNS UNLESS ALTERNATE APPROVED BY TOWN

+ PROVIDE CROWN AT MIN 2 TO 2.5 PCT CROSS-SLOPE FOR DRAINAGE UNLESS ALTERNATE APPROVED BY TOWN

+ STRIPING TO MATCH PRE-PROJECT LAYOUT OR ALTERNATE PROVIDED BY TOWN

SOUTH WORK LIMIT OVERCUT 2-FOOT MINIMUM PAST EX PAVEMENT JOINT AS DELINEATED BY TOWN

EXISTING NORTHWEST DRAINAGE CURB CUT LOW POINT FOR WEST PORTION

OF PARKING LOT

EXISTING NORTHEAST DRAINAGE CURB CUT LOW POINT FOR EAST PORTION

OF PARKING LOT

GREENSHINE SOLAR LIGHT POLE BASES - SEE DETAIL SHEET 4 OF 4

+ MODIFIED CDOT STANDARD DETAIL + CLASS B CONCRETE OR AS APPROVED BY TOWN

+ ANCHOR BOLTS PROVIDED BY TOWN + ANCHOR BOLT PATTERN PROVIDED BY TOWN

+ FINAL LOCATIONS SET BY TOWN + TOP OF BASE 4-INCHES ABOVE ADJACENT SOD,

SURFACE, FG, OR AS DIRECTED BY TOWN + 3/4-INCH CHAMFERED TOP EDGE

+ TYPICAL OF 7 TOTAL + FOUNDATION BASE WITH REINFORCING AND

ANCHOR BOLTS ONLY - NO LIGHTS, NO SWEEPS REQUIRED

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MAT

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EAST PROJECT EXTENT FIRST STREET

SOUTHWEST PROJECT EXTENT CDOT COLFAX

AVENUE RIGHT-OF-WAY AS DELINEATED BY TOWN

NO WORK AT UPRR CROSSING AREA ALLOWED

WEST PALMER AVENUE PAVEMENT PATCHING + 6,770 SF REMOVE & REPLACE ASPHALT PAVEMENT PATCHING AS MARKED BY TOWN

+ VARIOUS LOCATIONS, SIZES AND EXTENTS AS MARKED BY TOWN + TRAFFIC CONTROL PROVIDED BY TOWN

+ PAVE WITH MINIMUM 6-INCH DEPTH GR S HMA CDOT APPROVED 2021 MIX DESIGN + DEMO MATERIAL AND ALL WASTE DEBRIS TO BE REMOVED, HAULED

AND PROPERLY, LEGALLY DISPOSED OF BY CONTRACTOR

TRUPP PARK

UNION PACIFIC RAILROAD

UNION PACIFIC RAILROAD

UNION PACIFIC RAILROAD

EAST COLFAX AVENUE / CDOT US HIGHWAY 36

WEST PALMER AVENUE

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As Noted

GEN

ERAL

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3

GENERAL NOTES:

1. SPECIFICATIONS. THE PROJECT SPECIFICATIONS SHALL BE THE COLORADO DEPARTMENT OFTRANSPORTATION (CDOT) “STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION”LATEST EDITION, LATEST REVISIONS, LATEST SPECIAL PROVISIONS, AND INCLUDING DIVISION 100,GENERAL PROVISIONS. THE STANDARD SPECIFICATIONS ARE AVAILABLE DIRECTLY FROM CDOT.

2. QUALITY ASSURANCE (QA) / QUALITY CONTROL (QC): FOR QA-QC PER THE SPECIFICATIONS, THESELECTED CONTRACTOR IS REQUIRED TO PROVIDE QUALITY CONTROL FOR THE PROJECT, AND THELOCAL AGENCY (TOWN OF BENNETT, PROJECT OWNER) IS REQUIRED TO PROVIDE QUALITYASSURANCE.

3. RIGHT-OF-WAY LIMITS. PROJECT PROPERTY AND ROAD RIGHTS-OF-WAY AS SHOWN ON THESE PLANSARE UNDER THE OWNERSHIP AND CONTROL OF THE TOWN OF BENNETT. EXISTING FENCE IS NOT TO BEDISTURBED BY THIS PROJECT WORK. ANY DISTURBANCE OR DAMAGE TO EXISTING FENCING ADJACENTTO THE PROJECT BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR INACCORDANCE WITH THE PROJECT SPECIFICATIONS AT HIS SOLE EXPENSE. PROJECT WORK ANDACTIVITIES ARE NOT ALLOWED OUTSIDE KNOWN TOWN OF BENNETT PROPERTY OR RIGHT-OF-WAYCONTROLLED AREAS, AS SHOWN ON THESE PLANS.

4. CONSTRUCTION EASEMENT. THE TOWN OF BENNETT HAS NOT OBTAINED ADDITIONAL CONSTRUCTIONEASEMENT FOR THIS PROJECT WORK, TEMPORARY OR PERMANENT. THE CONTRACTOR SHALLCONFINE ALL PROJECT WORK AND RELATED ACTIVITIES TO THE TOWN OF BENNETT PROPERTY ANDRIGHT-OF-WAY UNLESS THE CONTRACTOR MAKES HIS OWN ARRANGEMENTS DIRECTLY WITHAFFECTED ADJACENT PROPERTY OWNERS. IN SUCH CASE, THE CONTRACTOR SHALL PROVIDE THETOWN OF BENNETT WRITTEN, SIGNED COPIES OF ANY AGREED CONSTRUCTION AGREEMENTARRANGEMENT.

5. CONTROL OF WORK AREA. THE PROJECT WORK AREA SHALL BE UNDER THE CONTRACTOR'S CONTROLFOR THE DURATION OF THE PROJECT THROUGH SUBSTANTIAL COMPLETION. DURING THAT TIME, THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTIVITIES AND WORK WITHIN THIS AREA, INCLUDINGCONSTRUCTION MEANS AND METHODS, ACCESS, SAFETY, SECURITY, SOIL DISTURBANCE, PROTECTIONOF UTILITIES AND IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT WORK AREACOMPLIANCE WITH ALL FEDERAL AND STATE LAWS, CODES, PERMITS AND REQUIREMENTS. THECONTRACTOR SHALL GRANT ACCESS FOR REVIEW, OBSERVATION AND INSPECTION OF THE SITE ANDWORK TO THE TOWN OF BENNETT AS WELL AS OTHER AGENCIES HAVING RIGHTFUL JURISDICTION.

6. INDEMNIFICATION. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THISPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALLAPPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORKING HOURS; AND THAT THE CONTRACTORSHALL DEFEND, INDEMNIFY AND HOLD THE TOWN OF BENNETT AND TERRAMAX, INC. THE PROJECTENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THEPERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLENEGLIGENCE OF THE TOWN OF BENNETT OR THE PROJECT ENGINEER.

7. PERMITS. THE CONTRACTOR SHALL SECURE THE NECESSARY PERMITS AND CLEARANCES REQUIREDTO PERFORM THE REQUIRED CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN THE PERMITS IN HISPOSSESSION AND IN GOOD STANDING THROUGHOUT THE ENTIRE PROJECT DURATION. ONE COPY OFEACH REQUIRED PERMIT SHALL BE KEPT ON THE PROJECT SITE DURING ALL PROJECT WORK. AT THISTIME, THE PERMITS ARE KNOWN TO INCLUDE A STORMWATER DISCHARGE PERMIT FROM THECOLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT (CDPH&E). THE CONTRACTOR WILL NEEDAPPROPRIATE AIR POLLUTANT EMISSION NOTICE (APEN) DOCUMENTATION FOR EQUIPMENT USED ONTHE PROJECT. ALL COSTS ASSOCIATED WITH THE STORMWATER DISCHARGE PERMIT SHALL BE BORNEBY THE CONTRACTOR, INCLUDING APPLICATION FEES AND EXPENSES.

8. BEST MANAGEMENT PRACTICES. THE CONTRACTOR SHALL AT A MINIMUM PROVIDE THE TOWN OFBENNETT A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN PORTION OF THE STORMWATERMANAGEMENT PLAN (SWMP) REQUIRED BY THE CDPH&E FOR THE STORMWATER DISCHARGE PERMIT,INCLUDING PLANNED BEST MANAGEMENT PRACTICES FOR THE PROJECT.

9. PROJECT IMPACTS. REGARDLESS OF CDPH&E STORMWATER DISCHARGE PERMIT, APEN AND FUGITIVEDUST CONTROL REQUIREMENTS, AND SWMP PROVISIONS, THE TOWN OF BENNETT RESERVES THERIGHT TO REQUIRE THE CONTRACTOR AT HIS SOLE EXPENSE TO UNDERTAKE ADDITIONAL MEASURESAS NEEDED TO APPROPRIATELY ADDRESS MUD, DUST, FLOODING, EROSION, SEDIMENT CONTROL ANDOTHER ENVIRONMENTAL AND PROJECT DISTURBANCE ISSUES AT THE SITE TO PROTECT ITS PROPERTY,RESIDENTS, OPERATIONS AND INFRASTRUCTURE.

10. APPROVED PLANS. CONTRACTOR SHALL WORK FROM AN APPROVED CONSTRUCTION PLAN SET, ISSUED“FOR CONSTRUCTION”, SEALED, SIGNED, AND DATED BY THE PROJECT ENGINEER OF RECORD, DANIELP. GIROUX, P.E. CONTRACTOR SHALL MAINTAIN AT LEAST ONE SET OF THE SIGNED, APPROVED PLANSON-SITE AT ALL TIMES THROUGHOUT THE PROJECT EXECUTION.

11. NOTIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE TOWN OF BENNETT, A MINIMUM OF THREE FULLBUSINESS DAYS PRIOR TO THE COMMENCEMENT OF PROJECT WORK ON SITE, AND A MINIMUM OF TWOFULL BUSINESS DAYS PRIOR TO REQUIRED TESTING OR INSPECTIONS. THE CONTRACTOR SHALLPROVIDE THE TOWN OF BENNETT A MINIMUM OF THREE BUSINESS DAYS' NOTICE FOR ANY UTILITYOUTAGES.

12. FULL-DEPTH RECLAMATION (FDR) PRODUCT. THE ASPHALT-BASE-SUBBASE MATERIAL MIX TO BEREMOVED FOR ASPHALT PAVEMENT DEPTH IS THE PROPERTY OF THE TOWN OF BENNETT, AND SHALLBE LOADED, HAULED AND DUMPED AT A STOCKPILE LOCATION DESIGNATED BY THE TOWN OF BENNETTAT THE TOWN'S YARD AT 4TH & TRUMAN. THE COST OF ALL LOADING, HAULING AND DUMPING SHALL BEINCLUDED IN THE CONTRACTOR'S PRICING FOR FDR OR SUBGRADE PREP. .

13. DEBRIS AND WASTE MATERIALS. ALL DEBRIS AND WASTE MATERIALS CREATED BY THE PROJECT WORKSHALL BE THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR, TO BE REMOVED FROM THEPROJECT SITE AND APPROPRIATELY AND LEGALLY DISPOSED OF, AT THE CONTRACTOR'S SOLEEXPENSE.

14. PROJECT SITE APPEARANCE AND CONDITION. GENERAL CLEANUP OF THE PROJECT AREA SHALL BEMAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. WHEN STREET-CLEANING IS REQUIRED,THE ENTIRE WIDTH OF THE ROAD SHALL BE CLEANED.

15. PROJECT SITE RESTORATION. ALL PAVEMENTS, UTILITIES, FENCING, LANDSCAPING AND OTHERSTRUCTURES OR SURFACES AFFECTED BY THE PROJECT CONSTRUCTION SHALL BE RESTORED TO ACONDITION EQUAL TO OR BETTER THAN BEFORE COMMENCEMENT OF THE WORK, TO THESATISFACTION OF THE TOWN OF BENNETT.

16. UTILITY LOCATES. THESE DRAWINGS DO NOT PURPORT TO PROVIDE A COMPLETE RECORD OF ALLEXISTING UTILITY LOCATIONS ON THE PROJECT SITE. THE CONTRACTOR SHALL FIELD-VERIFY ALLUTILITY LOCATIONS IN THE FIELD, INCLUDING THROUGH TIMELY NOTIFICATION TO THE UTILITYNOTIFICATION CENTER OF COLORADO (UNCC OR “ONE-CALL”), AMONGST OTHER MEASURES, BEFORECOMMENCING PROJECT WORK.

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ANCHOR BOLTS SUPPLIED BY LIGHT SUPPLIER, CURRENTLY ON-SITE

GROUND BY OTHERS

BY OTHERS

BY OTHERS

BY OTHERS

BY OTHERS

2 FT- 6 IN DIA

8 FT DEPTH

8 X #8 or 20 X #5 REBAR (SPACE EVENLY)

8 X #8 or 20 X #5 REBAR (SPACE EVENLY)

2 FT- 6 IN DIA

6-#4 TIES AT 1'-0" CENTERS PLUS 3 X #4 TIES AT 3" OC

AT TOP OF REBAR CAGE

4" ABOVE FINAL GRADE

NOTE: SOLAR-POWERED LIGHTS - NO ELECTRICAL SWEEPS

REQUIRED FOR THIS PROJECT